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Latest Accepted

Latest Accepted articles have been peer-reviewed and accepted, which are not yet assigned to volumes/issues, but are citable by Digital Object Identifier (DOI).
Two-dimensional elastic-plastic analysis of cylindrical cavity expansion considering uniform shear stress around the hole
DOI: 10.11779/CJGE20230861
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Study on rheological property and filter-cake formation performance of slurry containing walnut shell in high permeability sand stratum
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DOI: 10.11779/CJGE20230852
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Experimental study on mechanical properties of sandy clayey purple soil cemented by a new EICP grouting method
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DOI: 10.11779/CJGE20230796
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In-situ experimental study on pore-water pressure response and consolidation mechanism of the surface sediments in tidal flat of Yellow River delta under tide and wave loading
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DOI: 10.11779/CJGE20230572
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Analysis of rheological properties and film forming mechanism of anti-seawater deterioration slurry for slurry shield
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DOI: 10.11779/CJGE20230904
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Numerical study of three-dimensional rock fracture permeability properties under coupled stress-seepage-dissolution process
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DOI: 10.11779/CJGE20231061
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Degradation of EICP and Biopolymer Treated Calcareous Silt Under Dry-wet Cycles
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DOI: 10.11779/CJGE20230748
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Research on the modification of structured Cam Clay model based on triaxial undrained effective stress path
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DOI: 10.11779/CJGE20231243
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The Methane Removal Efficiency in Biochar-Methanotroph-Clay Landfill Cover
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DOI: 10.11779/CJGE20230864
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Analysis of Controlling Horizontal Deformation of Pile by Capsule Expansion Technique
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DOI: 10.11779/CJGE20230993
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Analysis on permanent displacement of slopes under the multi-point earthquake ground motions considering site effects
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DOI: 10.11779/CJGE20231282
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Study on the influence of groundwater on air tightness and surrounding rock stability of CAES underground gas storage
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DOI: 10.11779/CJGE20230337
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A unified constitutive model of dual-yield surface for warm frozen soil and its verification
DOI: 10.11779/CJGE20231031
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Experimental Study on the Influence of Formation Lateral Pressure Coefficient on the Mechanical Properties of Double-Layer Lining Structure in Shield Tunnel
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DOI: 10.11779/CJGE20230909
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Study on consolidation state of silty soils in tidal flat of Yellow River estuary by in-situ test
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DOI: 10.11779/CJGE20230387
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Experimental Study on Seepage Characteristics of Columnar Jointed Rock Mass with Different Cross-Section Shapes
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DOI: 10.11779/CJGE20230925
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Investigations on Thermomechanical Behavior of Energy Piles Considering Bearing Stratum Effects at Pile End
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DOI: 10.11779/CJGE20230710
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Mechanism and experimental tests on reducing adhesive force of clay-metal interface with electro-osmosis method
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DOI: 10.11779/CJGE20231152
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Two-dimensional migration characteristics for contaminant considering time-dependent contaminant source and GM defect
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DOI: 10.11779/CJGE20230833
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Model experiment on deep soft ground improvement of existing sand-filled subgrade with squeezed branch piles
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DOI: 10.11779/CJGE20230277
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Large scale plane strain experimental study on the mechanical properties of gravel soil under unloading and reloading condition
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DOI: 10.11779/CJGE20230672
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Effects of particle surface roughness on small-strain dynamic properties of granular materials
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DOI: 10.11779/CJGE20230390
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Vibration isolation effect of pile barriers in layered saturated transversely isotropic foundations under moving loads
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DOI: 10.11779/CJGE20230514
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The accelerated ageing tests of fly ash solidified/stabilized by calcium aluminate cement combined materials
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DOI: 10.11779/CJGE20230412
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A three-dimensional limit equilibrium method for rock slopes based on constructed normal stress distribution of sliding surfaces and its application
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DOI: 10.11779/CJGE20230753
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Study on engineering properties and environmental safety of bio-stimulated MICP treated lead-contaminated soil
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DOI: 10.11779/CJGE20230749
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Study on bearing characteristics of bucket foundation based on lower bound method of limit analysis
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DOI: 10.11779/CJGE20220703
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A non-orthogonal elastoplastic model for frozen sand incorporating the effect of temperature and confining pressure
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DOI: 10.11779/CJGE20230455
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Solution and application of the maximum movable block in tunnel surrounding rock
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DOI: 10.11779/CJGE20230826
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Model test and simulation analysis of starting characteristics of muck in slurry discharge pipeline of slurry shield in sandy pebble stratum
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DOI: 10.11779/CJGE20230459
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Analytical solution of equivalent stiffness of shield tunnel with consideration of incorporating combined action of longitudinal channel steel and axial force
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DOI: 10.11779/CJGE20230650
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Similarity analysis and verification of slurry fracturing on shield tunnel face using centrifugal modeling
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DOI: 10.11779/CJGE20230401
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Pull-out bearing behavior and failure mode of scaled suction caisson
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DOI: 10.11779/CJGE20230556
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Thermal cracking mechanism of granite during heating and cooling processes
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DOI: 10.11779/CJGE20230709
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Study on the influence of steel casing backspin construction between parallel tunnels based on DEM-FDM coupling method
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DOI: 10.11779/CJGE20231120
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Study on ultimate seismic capability of high earth-rock dam based on stochastic dynamic analysis
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DOI: 10.11779/CJGE20230690
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Analytical solution for the seepage field and spewing discrimination in the propulsion process of earth pressure balance shield
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DOI: 10.11779/CJGE20230633
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Basal anti-heave stability of foundation pits in unsaturated soils
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DOI: 10.11779/CJGE20221513
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Experimental Study on Internal One-Dimensional Heat Conduction Law of Granite under High-Temperature Thermal Shock
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DOI: 10.11779/CJGE20230576
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Mechanical response and micro-mechanism of humus soil solidified by industrial solid waste-cement
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DOI: 10.11779/CJGE20230780
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Reaction principle, deposition and failure mechanisms and theory of biomineralization: Progress and Challenges
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DOI: 10.11779/CJGE20230004
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Constitutive model for the interface between concrete slab and rockfill and its application
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DOI: 10.11779/CJGE20230758
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Study on the mechanics of construction of large section continuous arch tunnel in fly ash pile
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DOI: 10.11779/CJGE20230456
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Influence of In-situ Stress on Distribution Characteristics of Rock Blasting Fragmentation
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DOI: 10.11779/CJGE20230714
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Centrifuge modeling on excavation and numerical analyses of soil arching below excavation base
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DOI: 10.11779/CJGE20230427
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Collaborative reliability updating of slopes with spatially varying soil properties considering changing site investigation data
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DOI: 10.11779/CJGE20221579
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Electrochemical characteristics of phase transition process in sodium chloride saline soil during cooling
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DOI: 10.11779/CJGE20231193
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FDEM simulation method for granular materials based on exact scaling and coarse-grained
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DOI: 10.11779/CJGE20230754
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Thermal-breaking characteristics and crack distribution of rock irradiated by laser beam
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DOI: 10.11779/CJGE20230396
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On prevention and control mechanism of deep hole blasting in deep mining
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DOI: 10.11779/CJGE20230873
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Experimental study on size effect of shear strength of joint with different infill ratios
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DOI: 10.11779/CJGE20230549
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Preliminary study on ecological sand fixation effect of biopolymers
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DOI: 10.11779/CJGE20221268
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Spatial variability characterization of soil properties in offshore wind farm based on the Bayesian theory and conditional co-simulation method
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DOI: 10.11779/CJGE20221585
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Experimental study on mechanical properties of grout/ground interface of fully bonded anchors in cohesive soil layer
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DOI: 10.11779/CJGE20230860
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Experimental study on progressive collapse of tied-back retaining system of excavations induced by partial over-excavation or surcharge loading
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DOI: 10.11779/CJGE20230718
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Estimation of pipeline responses induced by shield tunnelling considering gap formation and soil yielding
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DOI: 10.11779/CJGE20230688
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Model test study on performance between DSM pile and CS-DSM pile
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DOI: 10.11779/CJGE20230791
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Repetitive shear mechanical properties and constitutive model of jointed sandstone under heat-wet cycle
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DOI: 10.11779/CJGE20230652
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Hypothesis of Soil mechanics and Its Application in Modeling
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DOI: 10.11779/CJGE20230855
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Synchronous grouting diffusion and parameter optimization of shield tunnel based on discrete element method
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DOI: 10.11779/CJGE20230726
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Field test on the performance of diaphragm wall for an ultra-deep excavation in Shanghai soft ground
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DOI: 10.11779/CJGE20230760
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Field mechanical test study on stress characteristics of unequal-span ten-lane four-arch tunnel support structure
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DOI: 10.11779/CJGE20230722
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A non-Fourier law-based peridynamic thermo-mechanical coupling model and simulation of thermal damage and fracture in granite
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DOI: 10.11779/CJGE20230769
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Advances in physical interaction mechanism between highly compacted bentonite and pore solution
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DOI: 10.11779/CJGE20230811
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Methods for evaluating sample disturbance of deep clayey soil in Shanghai
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DOI: 10.11779/CJGE20230533
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Study on dynamic optimization method of statistics of soil dry density of earth-rockfill materials
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DOI: 10.11779/CJGE20230824
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Study on Mechanism of Instability Induced Scour of Thick Hard Rock-Coal Pil-lar Structure in Deep Mining Height Fully Mechanized Working Face
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DOI: 10.11779/CJGE20230892
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Soil-Water Characteristics and Dynamic Responses of Compacted Clay with Different Moisture and Temperature Histories
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DOI: 10.11779/CJGE20230902
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Experimental research on the application of alkali residue-based lightweight soil subgrade filling
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DOI: 10.11779/CJGE20230955
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Simplified design method of pressure reduction and anti-floating for blind drain of underground structure
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DOI: 10.11779/CJGE20230966
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The Influence of Constitutive model for Rockfill Material on the Calculated Stress and Deformation of Concrete-Faced Dam
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DOI: 10.11779/CJGE20230644
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Experimental study on undrained thixotropic cyclic resistance characteristics of the marine soft clay
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DOI: 10.11779/CJGE20230807
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Exact solution for dynamic response in poroelastic seabed under second-order Stokes wave
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DOI: 10.11779/CJGE20230504
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Permeability of PVC-P geomembrane at the peripheral joints of high membrane faced rockfill dams
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DOI: 10.11779/CJGE20230744
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Study on the effect of pH on MICP curing of cadmium contaminated tailings
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DOI: 10.11779/CJGE20231051
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Experimental study on the mechanical behavior of sand and silty clay under vertical unloading
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DOI: 10.11779/CJGE20230850
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Centrifuge investigation on the inclination of 2×2 energy pile group subjected to non-symmetrical cyclic thermal loading
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DOI: 10.11779/CJGE20230678
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Experimental study on volumetric strain development patterns and predictive modeling for saturated coral sands
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DOI: 10.11779/CJGE20230522
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基于EDEM及Archard接触模型的砂卵石地层盾构刀具磨损特征研究
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DOI: 10.11779/CJGE20230723
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Fractional-order plasticity model of sand-silt mixtures
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DOI: 10.11779/CJGE20230666
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Numerical Simulation of Coupled Thermal-Hydro-Mechanical(THM) Behavior of Buffer Material in China-Mock-up test at Engineering Scale
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DOI: 10.11779/CJGE20230679
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Analytical solutions for the performance of existing shield tunnel caused by overlying excavation in the presence of the portal frame
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DOI: 10.11779/CJGE20230338
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Longitudinal seismic fragility analysis of utility tunnel structures based on IDA method
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DOI: 10.11779/CJGE20230397
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SPH-FEM Simulation of Landslide induced by Earthquake with Considering Velocity Weakening Effect of Frictional Strength
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DOI: 10.11779/CJGE20230463
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Numerical Modeling and Monitoring of the Seismic Response of Coral Reef Island in Xisha Islands, South China Sea
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DOI: 10.11779/CJGE20230562
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A model for calculating water and earth pressures of shallowly buried pressurized shield tunnels under external water infiltration and internal water exosmosis conditions
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DOI: 10.11779/CJGE20230603
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Development and performance evaluation of a novel soft-contact earth pressure transducer for geotechnical centrifuge modeling
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DOI: 10.11779/CJGE20230642
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Improved convective particle domain interpolation material point method for tunnel large deformation analysis
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DOI: 10.11779/CJGE20230676
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Experimental study on the influence of plasticizer on fluidity of convection-solidified silt
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DOI: 10.11779/CJGE20230828
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DEM analysis on the installation and bearing process of open-ended pile considering plugging effect
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DOI: 10.11779/CJGE20230340
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Experimental and theoretical study on the modeling of uplift bearing characteristics of screw anchor in sandy soil foundation
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DOI: 10.11779/CJGE20230394
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Coupling analysis method for flexible debris flow barriers considering water blocking and permeability effects
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DOI: 10.11779/CJGE20230517
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A Rapidly Prediction Method for Deterioration Depth of Cement Solidified Marine Soft Soil
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DOI: 10.11779/CJGE20230814
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Shaking table test of landfill and progressive damage energy analysis
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DOI: 10.11779/CJGE20230413
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Study on the anisotropic wave velocities of granular material and the microscopic fabric using X-ray computed tomography
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DOI: 10.11779/CJGE20230425
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Active soil pressure resultant force algorithm of foundation pit adjacent to underground subway station
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DOI: 10.11779/CJGE20230570
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Scaling laws for centrifuge modelling of explosion-induced cratering in sand
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DOI: 10.11779/CJGE20230751
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Derivation of transformed stress method based on indirect thermodynamic method
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DOI: 10.11779/CJGE20230332
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Microscopic analysis of thermal conductivity of the bentonite as buffer materials under alkaline-thermal conditions
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DOI: 10.11779/CJGE20230473
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Method and application of concrete slab stress evaluation based on multi-axial strength criterion
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DOI: 10.11779/CJGE20230515
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Research and application for balance mechanism of excavation surface of slurry shield tunnel considering cutterhead thrust
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DOI: 10.11779/CJGE20230324
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In-situ investigation of site liquefaction and liquefaction-induced damage triggered by the Feb. 6th, 2023, Türkiye earthquakes
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DOI: 10.11779/CJGE20230333
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A CPTU-based earth pressure model of deep excavations under complex environment and its practical application
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DOI: 10.11779/CJGE20230649
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Experimental study on soil freezing characteristic curve based on low field nuclear magnetic resonance technology
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DOI: 10.11779/CJGE20230301
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Deformation strength characteristics of unsaturated remoulded loess simulated by BBM model
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DOI: 10.11779/CJGE20230327
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Full scale experimental study on horizontal cyclic bearing capacity of cement-soil improved piles in liquefiable sites
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DOI: 10.11779/CJGE20230317
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Numerical experiments study on scale effect of contact characteristics of rock joints
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DOI: 10.11779/CJGE20230673
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An new underground excavation method based on large rigidity support system
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DOI: 10.11779/CJGE20230236
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Analysis of vertical water curtain design parameters and its effect on underground water-sealed oil storage cavern
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DOI: 10.11779/CJGE20230353
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Study on deterioration mechanism of mechanical property and microscale structure in Xanthan gum reinforced soil under dry and wet cycle based on CT scanning technology
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DOI: 10.11779/CJGE20230165
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Damage evolution mechanism of coal rock under long-term soaking
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DOI: 10.11779/CJGE20230229
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Construction and application of two-dimensional axisymmetric temperature field model for high-level radioactive waste disposal repository
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DOI: 10.11779/CJGE20230253
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Experimental study on cyclic loading and unloading of remolded loess under different stress paths
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DOI: 10.11779/CJGE20230307
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Study on size effect of geotechnical small scale model test
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DOI: 10.11779/CJGE20230167
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Simulation and test study on air flow field characteristics of high speed centrifuge chamber with inlet and outlet
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DOI: 10.11779/CJGE20230116
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Updates to the Grasselli’s 2D morphology parameter for estimating the JRC of rock joint
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DOI: 10.11779/CJGE20230099
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An improved Green-Ampt model for rainfall infiltration analysis of multi-layered heterogeneous soil slopes
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DOI: 10.11779/CJGE20230205
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Centrifugal model study on contact characteristics of interface between contact clay and bank slope in high core rockfill dam
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DOI: 10.11779/CJGE20230265
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Investigation on the impact effect of debris avalanches based on centrifuge modeling and DEM simulation
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DOI: 10.11779/CJGE20230304
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Comparation and analysis of blasting disturbance under different hole arrangement in presplitting excavation of dam foundation gentle slope
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DOI: 10.11779/CJGE20230110
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Development and demonstration of prototype test platform for segmental tunnel lining under complex loading scenarios
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DOI: 10.11779/CJGE20230155
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Development of droplet microfluidic system and regime of biomineralization
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DOI: 10.11779/CJGE20230255
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Experimental study on the migration and deposition of particles under alternating dynamic loads and static loads
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DOI: 10.11779/CJGE20230168
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Model test study on disturbance characteristics of surrounding rock inloess shield tunnel excavation
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DOI: 10.11779/CJGE20230054
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Characteristics of compressive bearing capacity and resistance to foundation freeze-thaw of the isolation helical pile
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DOI: 10.11779/CJGE20230209
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Field tests on the penetration process of composite bucket foundation for offshore wind turbines
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DOI: 10.11779/CJGE20220157
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Theoretical equation to predict permeability coefficient for unsaturated sandy soils and its application in the quality analysis of pavement drainage base layer
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DOI: 10.11779/CJGE20221049
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Retention and transport behavior of silicon micropowder in sand under periodical water level fluctuations
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DOI: 10.11779/CJGE20221229
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New solutions of Meyerhof’s bearing capacity for foundations near slopes under asymmetric failure modes
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DOI: 10.11779/CJGE20221051
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